Effect of long-term ageing on the rheological properties of rejuvenated asphalt binder

References

• AASHTO, R30. (2002). Standard practice for mixture conditioning of hot mix asphalt.
   Google Scholar
• AASHTO, T240-09. (2009). Standard method of test for effect of heat and air on a moving film of asphalt (rolling thin-film oven test).
   Google Scholar
• Airey, G. D. (2002). Use of black diagrams for performance-graded asphalt binder. Journal of Road Materials and Pavement Design, 3(4), 403–424. doi: 10.1080/14680629.2002.9689933
   Google Scholar
• Ali, H., & Grzybowski, K. (2012). Life cycle of hot in-place pavement recycling: Case study. Transportation Research Record: Journal of the Transportation Research Board, 2292, 29–35. doi: 10.3141/2292-04
   Google Scholar
• ASTM, D7175-08. (2008). Standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer.
   Google Scholar
• Borghi, A., Carrion, A. J. B., Presti, D., & Giustozzi, F. (2017). Effects of laboratory aging on properties of biorejuvenated asphalt binders. Journal of Materials in Civil Engineering, 29, 10. doi: 10.1061/(ASCE)MT.1943-5533.0001995
   Web of Science ®Google Scholar
• Boyer, R. E. (2000). Asphalt rejuvenators: “fact, or fable”. Presented at the Transportation Systems 2000 (TS2K) Workshop 28 February–3 March, San Antonio, Texas.
   Google Scholar
• Brown, E. R. (1988). Preventive maintenance of asphalt concrete pavements (Report No. 88-1). Auburn, AL: National Centre for Asphalt Technology.
   Google Scholar
• Christensen, D. W. (1992). Mathematical modeling of the linear viscoelastic behavior of asphalt cements (Doctoral dissertation). Pennsylvania State University, PA.
   Google Scholar
• DeDene, C. D., & You, Z. P. (2014). The performance of aged asphalt materials rejuvenated with waste engine oil. International Journal of Pavement Research and Technology, 7(2), 145–152.
   Google Scholar
• Dony, A., Colin, J., Bruneau, D., Drouadaine, I., & Navaro, J. (2013). Reclaimed asphalt concretes with high recycling rates: Changes in reclaimed binder properties according to rejuvenating agent. Journal of Construction Building Materials, 41, 175–181. doi: 10.1016/j.conbuildmat.2012.11.031
   Web of Science ®Google Scholar
• Green Asphalt Technologies LLC. (2018, November 8). Bitutech RAP and PER: High RAP and warm-mix asphalt solutions. Retrieved from http://www.engineeredadditives.com/images/BituTechRAP&PERHighRap&WarmMixAsphaltSolutions.pdf
   Google Scholar
• Grossegger, D., Grothe, H., Hofko, B., & Hospodka, M. (2018). Fluorescence spectroscopic investigation of bitumen aged by field exposure respectively modified rolling thin film oven test. Road Materials and Pavement Design, 19(4), 992–1000. doi: 10.1080/14680629.2017.1281833
   Web of Science ®Google Scholar
• Hofko, B., Handle, F., Eberhardsteiner, L., Hospodka, M., Blab, R., Fussl, J., & Grothe, H. (2019). Alternative approach toward the aging of asphalt binder. Transportation Research Record: Journal of the Transportation Research Board, 2505(1), 24–31. doi: 10.3141/2505-04
   Google Scholar
• Karlsson, R., & Isacsson, U. (2006). Material-related aspects of asphalt recycling-state-of-the-art. Journal of Materials in Civil Engineering, 18(1), 81–92. doi: 10.1061/(ASCE)0899-1561(2006)18:1(81)
   Web of Science ®Google Scholar
• Lesueur, D. (2009). The colloidal structure of bitumen: Consequences on the rheology and on the mechanisms of bitumen modification. Journal of Advances in Colloid and Interface Sciences, 145, 42–82. doi: 10.1016/j.cis.2008.08.011
   PubMed Web of Science ®Google Scholar
• Lu, X., & Isacsson, U. (2002). Effect of ageing on bitumen chemistry and rheology. Construction and Building Materials, 16, 15–22. doi: 10.1016/S0950-0618(01)00033-2
   Web of Science ®Google Scholar
• Mensching, D. J., Jacques, C. D., & Daniel, J. S. (2016). Applying the Glower-Rowe parameter to evaluate low-temperature performance of hot mix asphalt LTPP sections. Journal of Materials in Civil Engineering, 28, 10. doi: 10.1061/(ASCE)MT.1943-5533.0001606
   Web of Science ®Google Scholar
• Mogawer, W. S., Austerman, A. J., & Bonaquist, R. (2016). Using space diagrams to evaluate the effect of softer binder and warm mix technologies in reclaimed asphalt mixtures (16-1547). Presented at the 93rd annual Meeting of the Transportation Research Board, Washington, DC.
   Google Scholar
• Mogawer, W. S., Booshehrian, A., Vahidi, S., & Austerman, A. J. (2013). Evaluating the effect of rejuvenators on the degree of blending and performance of high RAP, RAS, RAP/RAS mixtures. Road Materials and Pavement Design, 14(S2), 193–213. doi: 10.1080/14680629.2013.812836
   Google Scholar
• Nahar, S., Qiu, J., Schmets, A., Schlangen, E., Shiraaz, M., van de Ven, M., & Scarpas, A. (2014). Turning back time: Rheological and microstructural assessment of rejuvenated bitumen. Presented at the 93rd annual Meeting of the Transportation Research Board, Washington DC.
   Google Scholar
• Noureldin, A. S., & Wood, L. E. (1989). Variations in molecular size in distribution of virgin and recycled asphalt binders associated with aging. Transportation Research Record: Journal of the Transportation Research Board, 1228, 191–197.
   Google Scholar
• Romera, R., Santamaria, A., Pena, J. J., Munoz, M. E., Barral, M., Garcia, E., & Janez, V. (2006). Rheological aspects of the rejuvenation of aged bitumen. Rheologica Acta, 45, 474–478. doi: 10.1007/s00397-005-0078-7
   Web of Science ®Google Scholar
• Rowe, G. (2011). Evaluation of the relationship between asphalt binder properties and non-load related cracking. Journal of Association of Asphalt Paving Technologists, 80, 649–662.
   Google Scholar
• Rowe, G. (2014, November). Interrelationships in rheology for asphalt binder specifications. Proceedings of the 59th Annual Conference of the Canadian Technical Asphalt Association, Winnipeg, Manitoba.
   Google Scholar
• Shen, J., Amirkhanian, S., & Tang, B. (2007). Effects of rejuvenator on performance-based properties of rejuvenated asphalt binder and mixtures. Construction Building Materials, 21, 958–964. doi: 10.1016/j.conbuildmat.2006.03.006
   Web of Science ®Google Scholar
• Shen, J., Amirkhanian, S., & Xiao, F. (2006). High-pressure gel permeation chromatography of aging of recycled crumb rubber-modified binders with rejuvenating agents. Transportation Research Record: Journal of the Transportation Research Board, 1962 (1), 21–27. doi: 10.1177/0361198106196200103
   Google Scholar
• Shen, J., & Ohne, Y. (2002). Determining rejuvenator content for recycling reclaimed asphalt pavement by SHRP binder specifications. The International Journal of Pavement Engineering, 3(4), 261–268. doi: 10.1080/1029843021000083685
   Google Scholar
• Tran, N. H., Taylor, A., & Willis, R. (2012). Effect of rejuvenator on performance properties of HMA mixtures with high RAP and RAS contents (Report No. 12-05). Auburn, AL: National Centre for Asphalt Technology.
   Google Scholar
• Yin, F., Kaseer, F., Arambula-Mercado, E., & Martin, A. E. (2017). Characterising the long-term rejuvenating effectiveness of recycling agents on asphalt blends and mixtures with high RAP and RAS contents. Road Materials and Pavement Design, 18(sup 4), 273–292. doi: 10.1080/14680629.2017.1389074
   Google Scholar
• Zaumanis, M., Mallick, R. B., & Frank, R. (2015). Evaluation of different recycling agents for restoring aged asphalt binder and performance of 100% recycled asphalt. Materials and Structures, 48, 2475–2488. doi: 10.1617/s11527-014-0332-5
   Web of Science ®Google Scholar
• Zaumanis, M., Mallick, R. B., Poulikakos, L., & Frank, R. (2014). Influence of six rejuvenators on the performance properties of reclaimed asphalt pavement (RAP) binder and 100% recycled asphalt mixtures. Construction and Building Materials, 71, 538–550. doi: 10.1016/j.conbuildmat.2014.08.073
   Web of Science ®Google Scholar